Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters-Reference-Cited by-同舟云学术

Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters

Published:2008-11 Issue:11 Volume:134 Page:1569-1586
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Schneider James A.¹²³⁴,Randolph Mark F.¹²³⁴,Mayne Paul W.¹²³⁴,Ramsey Nicholas R.¹²³⁴

Affiliation:

1. Ph.D. Student, School of Civil and Resource Engineering, The Univ. of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia (corresponding author).

2. Federation Fellow, Centre for Offshore Foundation Systems, The Univ. of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia.

3. Professor, Geosystems Engineering Group, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr. N.W., Atlanta, GA 30332-0355.

4. Principal Geotechnical Engineer, Sinclair Knight Merz (SKM), P.O. Box 2500, Malvern, Victoria 3144, Australia. E-mail: nramsey@skm.com.au

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A11%281569%29

Reference82 articles.

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2. ASTM. (2000). “Standard test method for performing electronic friction cone and piezocone penetration testing of soils.” D5778-95 ASTM book of standards Vol. 04–09 Philadelphia.

3. Axelsson G. (2000). “Long term setup of driven piles in sand.” Ph.D. thesis Royal Institute of Technology Stockholm Sweden.

4. Undrained deep penetration, II: pore pressures

5. Effects of installing displacement piles in a high OCR clay

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